Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ago. Besides, there are new calculation methods that try to optimize
material use and save money. Engineers today are faced with new challenges in terms of the
design and construction process. Structures are often very slender and can be prone to loss of
structural stability.
The most common example of such a slender element is columns. They are often subject to
compression loading so stability can be a significant factor in element design. To build safe
structures with optimized material use, it’s very important to have a clear picture of element
behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very
complex even for simple structures and because of that, different software is to be used for such
tasks. In this paper, a... simplified analytical
TY - CONF
AU - Milekić, Nemanja
AU - Bendić, Milica
AU - Ćorić, Stanko
AU - Perović, Zoran
PY - 2021
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2593
AB - Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ago. Besides, there are new calculation methods that try to optimize
material use and save money. Engineers today are faced with new challenges in terms of the
design and construction process. Structures are often very slender and can be prone to loss of
structural stability.
The most common example of such a slender element is columns. They are often subject to
compression loading so stability can be a significant factor in element design. To build safe
structures with optimized material use, it’s very important to have a clear picture of element
behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very
complex even for simple structures and because of that, different software is to be used for such
tasks. In this paper, a simplified analytical
PB - Serbian Society of Mechanics
C3 - 8th International Congress of Serbian Society of Mechanics
T1 - A model for the analysis of elastio-plastic buckling of compressed columns
ER -
@conference{
author = "Milekić, Nemanja and Bendić, Milica and Ćorić, Stanko and Perović, Zoran",
year = "2021",
abstract = "Modern structures often use new technology materials as special high-strength steels. This is
one of the reasons why cross-sections of structural members are smaller and structures are lighter
than those built fifty years ago. Besides, there are new calculation methods that try to optimize
material use and save money. Engineers today are faced with new challenges in terms of the
design and construction process. Structures are often very slender and can be prone to loss of
structural stability.
The most common example of such a slender element is columns. They are often subject to
compression loading so stability can be a significant factor in element design. To build safe
structures with optimized material use, it’s very important to have a clear picture of element
behavior in the pre-buckling and post-buckling phases. The nonlinear analysis could be very
complex even for simple structures and because of that, different software is to be used for such
tasks. In this paper, a simplified analytical",
publisher = "Serbian Society of Mechanics",
journal = "8th International Congress of Serbian Society of Mechanics",
title = "A model for the analysis of elastio-plastic buckling of compressed columns"
}
Milekić, N., Bendić, M., Ćorić, S.,& Perović, Z.. (2021). A model for the analysis of elastio-plastic buckling of compressed columns. in 8th International Congress of Serbian Society of Mechanics
Serbian Society of Mechanics..
Milekić N, Bendić M, Ćorić S, Perović Z. A model for the analysis of elastio-plastic buckling of compressed columns. in 8th International Congress of Serbian Society of Mechanics. 2021;..
Milekić, Nemanja, Bendić, Milica, Ćorić, Stanko, Perović, Zoran, "A model for the analysis of elastio-plastic buckling of compressed columns" in 8th International Congress of Serbian Society of Mechanics (2021).
